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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.5 LAccepted-AOC R O VILLAGE POST OFFICE DOHAG TEHSIL JOGINDER NAGAR DISTRICT MANDI H P | ₹10.5 L | L1 | Accepted-AOC Accept |
| 2 | L2₹10.8 LRejected-AOC | ₹10.8 L | L2 | Rejected-AOC Reject |
| 3 | L3₹11.0 LRejected-Finance | ₹11.0 L | L3 | Rejected-Finance Reject |
| 4 | L4₹12.4 LRejected-Finance 00 AGRA AGRA UTTAR PRADESH 282001 | AGRA | UTTAR PRADESH | 282001 | ₹12.4 L | L4 | Rejected-Finance Reject |
| 5 | L5₹12.8 LRejected-Finance 346 2 RAMBIR COLONY RAILWAY ROAD JIND JIND JIND JIND HARYANA 126102 | JIND | HARYANA | 126102 | ₹12.8 L | L5 | Rejected-Finance Reject |
Tender Value
₹17.8 L
EMD Value
₹35,550
Closing Date
19 Jan 2026, 11:00 amClosed
EE BBNDA BADDI
BBNDA BADDI
Protection work of slab culvert on road from NH 105 to CETP Kenduwal, Tehsil Baddi.Distt. Solan (H.P.)
2026_BBNDA_125238_1
BBNDA-06(PROJECT)NIT/22-32 dated 02.01.26
Open Tender
Civil Works - Others
90 days
BADDI
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹35,550
8 Apr 2026
8 Jan 2026
19 Jan 2026
8 Jan 2026
19 Jan 2026
8 Jan 2026
8 Jan 2026 - 17 Jan 2026
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a leads and lifts
Providing and laying cement concrete 1:4:8 (1 cement :4sand :8 graded stone aggregate40 mm nominal size) and curing complete including cost of centering and shuttering in foundation and plinth including carriage of materials within all leads and lifts complete in all respect.
Providing and laying Plain/reinforced cement concrete in open foundations complete as per drawings and technical specifications clauses 802,803,1202 &1203 P.C.C. 1:3:6 grade M -10. including cost of form work, centering, shuttering etc.
Providing weepholes in brick masonary/ stone masonery plain / reinforced concrete abutment wing wall return wall with 100m m dia P V C pipe extendimg through the full width of the structures with slop of 1(v) :20 (H ) towards drawing face complete as par drawing and technical specification clauses
Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separetaly).G.I. Wire 5mm thick corresponding to SWG-8 15cm. x 15cm. mesh.
Wire crates of G.I. wire filled with boulders with square cut faces against the wire. (Wire crates to be measured and paid for separately).
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